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(E) Steel Angle to Platform <br />Short Side Long Side <br />Anchors Per Side 2 2 <br />Vtotal-1 2137 2137 lbs Shear from Fp (Horizontal) <br />Vanchor-1 534 534 lbs V/No. of Anchors in Shear <br />Vtotal-2 57 829 lbs Shear from OverTurning (Vert.) <br />Vanchor-2 29 415 lbs V/No. of Anchors in Shear <br />Wood Joist Size <br />(N) 4x8 Sister or (N) 4x10 Joist <br />Steel Angle Size <br />1/4" Thick <br />Screw Type <br />Simpson SDS 25212Screws <br />Wood Capacity (ASD) <br />G = 0.5 <br />Shear (Z) =420 lbs NDS Table 12L/Simpson SDS Table <br />Withdrawl (W) =255 lbs NDS Table 12.2B/Simpson SDS Table <br />CD =1.6 NDS Table 2.3.2 <br />CM =1.0 NDS Table 11.3.3 <br />Ct =1.0 NDS Table 11.3.4 <br />Cg =1.0 NDS 11.3-1 <br />CΔ = 1.0 NDS Table 12.5.1A <br />Ceg =1.0 <br />Cdi =1.0 <br />Ctn =1.0 <br />Z' =672 lbs NDS Table 11.3.1 <br />W' =408 lbs NDS Table 11.3.1 <br />Zα' =672 lbs NDS 12.4-1 <br />DCR Check <br />Curb to Roof <br />Shear DCR =0.80 OKAY <br />Page 31 of 43 <br />1327 S Grand Ave <br />12/12/2024